JP6721953B2 - Water turbine duct - Google Patents

Water turbine duct Download PDF

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JP6721953B2
JP6721953B2 JP2015146456A JP2015146456A JP6721953B2 JP 6721953 B2 JP6721953 B2 JP 6721953B2 JP 2015146456 A JP2015146456 A JP 2015146456A JP 2015146456 A JP2015146456 A JP 2015146456A JP 6721953 B2 JP6721953 B2 JP 6721953B2
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duct
water
highest
canal
over
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JP2017025831A (en
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鈴木 政彦
政彦 鈴木
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NTN Corp
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NTN Corp
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Priority to JP2015146456A priority Critical patent/JP6721953B2/en
Priority to CN201680015612.5A priority patent/CN107407252B/en
Priority to KR1020177026697A priority patent/KR20170128353A/en
Priority to PCT/JP2016/057060 priority patent/WO2016147938A1/en
Priority to TW105107551A priority patent/TW201641813A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Description

本発明は、水路の水流を効率良く利用することのできる、水車の導水ダクトに関する。 The present invention relates to a water guide duct for a water turbine, which can efficiently use a water flow in a water channel.

ダクト内に水車を配設する技術は、例えば特許文献1に開示されている。 The technique of disposing the water turbine in the duct is disclosed in Patent Document 1, for example.

特開2000−9012号公報JP-A-2000-9012

前記、特許文献1に記載の発電装置は、管径が一定な長いダクト内に、多数の発電機が配設されている。このようなダクトを、例えば水路に設置すると、発電機が抵抗となって、ダクト内を通過する流水は、その外側の流水よりも低速の流水となり、発電効率は低下する。
本発明は、ダクトで用水路を塞ぐように配設し、高くなる水圧を利用することのできる水車の導水ダクト(以下単にダクトという)を提供することを目的としている。
In the power generation device described in Patent Document 1, a large number of power generators are arranged in a long duct having a constant pipe diameter. If such a duct is installed in, for example, a water channel, the generator becomes a resistance, and the flowing water passing through the inside of the duct becomes a flowing water at a lower speed than the flowing water on the outside, so that the power generation efficiency decreases.
It is an object of the present invention to provide a water guide duct for a water turbine (hereinafter simply referred to as a duct) which is arranged so as to block an irrigation canal with a duct and can utilize a high water pressure.

本発明の具体的な内容は、次の通りである。 The specific contents of the present invention are as follows.

(1) 正面視四角形の角管状で、用水路を塞ぐように、水路内に埋設する前後に長いダクトの、前後に貫通する導水路の底面前部を、中央縦断側面において、前縁を前下端部からそれに続く前坂後部の最高部へかけて球面状とし、最高部をダクトの前後の中間よりも前寄りとしてかつ最高部の高さをロータの上下長さ寸法より高くするとともに、該最高部からダクトの後端へかけて次第に下降する弧曲面とし、前記最高部とその上方のダクトの上内壁面との間に隘路を形成し、該隘路の前記前坂の後部の最高部より高い位置で、ロータのプロペラ式揚力型ブレードの正面が上流方向を向くように水車筐体を配設する水車の導水ダクト。 (1) A square tubular shape in a front view, which is a rectangular tube that is buried in the waterway so as to block the irrigation canal. a spherical over a part to the highest part of the rear of the front slope that follows, the height of and best part of the highest portion as closer before the front and rear intermediate duct with higher than the vertical length of the rotor, the over from the highest part to the rear end of the duct and arc curved descending gradually, the maximum portion and forming a narrow path between the upper inner wall surface of the duct in its upper side, than the highest portion of the rear of the Maesaka of該隘path A water duct for a water turbine that arranges the turbine casing so that the front of the propeller-type lift-type blade of the rotor faces the upstream direction at a high position.

(2) 前記ダクトの側面視における前端面が、上面から下面へかけて、下端が上面より前に出るように傾斜面に形成され、前記ダクトの底面における前下部の前下端が、前記ダクトの前端面と合わせてあり、用水路の水路内に埋設したときに該用水路の底層流を、前記球面状としたダクトの底面の前板、最高部を経てダクトの後端へかけて次第に下降する弧曲面を、コアンダ効果により高速で通過させるようにした前記(1)水車の導水ダクト。 (2) A front end surface of the duct in a side view is formed as an inclined surface from the upper surface to the lower surface so that the lower end comes out in front of the upper surface, and the front lower end of the front lower portion on the bottom surface of the duct is Yes together with the front end surface, the bottom layer flow of the canal when buried in the water channel of canals, the front plate of the bottom surface of the duct and the spherical shape, arc descending gradually over the rear end of the duct through the highest portion (1) The water duct for a water turbine, which allows a curved surface to pass through at high speed by the Coanda effect.

(3) 前記ダクトの左右の側壁板の外側面に、外部から内部へかけて、且つ上面から下部ヘかけて切込みを形成し、該切込みに、平面視で用水路の壁面と前記ダクトの側壁板との間を堰止める板状の止水材の外端部を用水路の壁面に接し、該止水材の基端部をダクトの側壁板における切込み内に着脱可能に嵌装する前記(1)又は(2)に記載の水車の導水ダクト。 (3) on the outer surface of the left and right side wall plates of the duct, over a period from the outside to the inside, and to form a cut over the lower F from the upper surface, the該切inclusive, the canal in plan view the wall and the side wall of the duct The outer end of a plate-shaped water blocking material for blocking between the plate and the wall is in contact with the wall surface of the irrigation channel, and the base end of the water blocking material is removably fitted in the cut in the side wall plate of the duct (1. ) Or (2) Water turbine duct.

(4) 前記ダクトはFRPで形成し、前後に貫通する導水路における底面前部を、中央縦断側面において、前縁を前下端部からそれに続く前坂からその後部の最高部へかけて球面状とし、最高部をダクトの前後の中間よりも前寄りとし、該最高部の高さをロータの上下長さ寸法より高く設定するとともに、該最高部からダクトの後端へかけて次第に下降する弧曲面とし、前記導水路における底面の下部内を中空体とし、注水可能としてなる前記(1)〜(3)のいずれかに記載の水車の導水ダクト。 (4) the duct is formed of FRP, the bottom front of the water conduit which penetrates back and forth, in the central vertical sectional side, spherical leading edge from the front lower portion subjected to continued from previous slope then the best part of its rear and then, the best part of the closer before the front and rear intermediate duct, the height of the highest-section as to set higher than the vertical length of the rotor, descends gradually over the highest-portion to the rear end of the duct The water guide duct for a water turbine according to any one of the above (1) to (3), which has an arcuate curved surface, and a lower part of a bottom surface of the water guide path is hollow so that water can be injected.

本発明によると、次のような効果が奏せられる。 According to the present invention, the following effects can be obtained.

前記(1)に記載の発明は、前後に貫通する導水路の底面が、縦断側面視で、前縁が球面状で、最高部から後端へかけて次第に降下する弧曲面とされているので、この導水路に入った水流は、底層流が前縁を擦り上がり、最高部から速度を上げながら、後部の緩やかな勾配の弧曲面坂を高速で下る。
導水路の底面の最高部分は隘路にあたるので、ここに水車を配設すると、効率のよい高速回転をし、発電をさせることができる。
In the invention described in (1) above, since the bottom surface of the water conduit that penetrates in the front and rear is a longitudinal side view, the front edge is spherical, and the curved surface gradually descends from the highest part to the rear end. As for the water flow entering this headrace, the bottom layer flow rubs up the leading edge, increasing the speed from the highest part, while descending at a high speed on the gently curved arc curved slope in the rear part.
Since the highest part of the bottom of the headrace corresponds to the bottleneck, disposing a water turbine here will enable efficient high-speed rotation and power generation.

前記(2)に記載の発明は、ダクトの側面視で、上部よりも下部が前方へ突出しているので、導水路の底面を前方へ突出させ、水圧のかかっている用水路の底層流を、導水路の前端面に導き易い。 In the invention described in (2) above, the bottom part of the duct projects forward rather than the top part in a side view of the duct, so that the bottom surface of the headrace channel projects forward to guide the bottom laminar flow of the irrigation channel under water pressure. Easy to lead to the front end of the waterway.

前記(3)に記載の発明は、平面視で、ダクトの外側面に止水材が装着されているで、水路の側壁面とダクトの外側面との間に間隙があっても、止水材によってダクトの外側面と、水路の側壁面との間の隙間を塞いで、ダクト内に水流が高い水圧で入り易くすることができる。 In the invention described in (3) above, the water blocking material is attached to the outer surface of the duct in plan view, so that even if there is a gap between the sidewall surface of the water channel and the outer surface of the duct, The material can close the gap between the outer side surface of the duct and the side wall surface of the water channel to facilitate the entry of the water flow into the duct at a high water pressure.

前記(4)に記載の発明は、ダクトはFRPで形成し、導水路の底面の下部内を中空体とし、注水可能としてあるので、中空体に注水することにより、ダクトを用水路に沈設することが出来る。 In the invention described in (4) above, the duct is formed of FRP, and the inside of the bottom of the water conduit is hollow so that water can be poured. Therefore, by pouring water into the hollow body, the duct should be submerged in the irrigation canal. Can be done.

本発明水車の導水ダクトの縦断側面図である。It is a vertical side view of the water guide duct of the water turbine of the present invention. 本発明水車の導水ダクトの正面である。1 is a front view of a water duct of the water turbine of the present invention. 本発明水車の導水ダクトの平面図である。It is a top view of the water duct of this invention turbine.

以下本発明を、図面を参照して説明する。
図1において、水車の導水ダクト1(以下単にダクトという)は、側面視でほぼ台形に形成されている。
The present invention will be described below with reference to the drawings.
In FIG. 1, a water guide duct 1 (hereinafter simply referred to as a duct) of a water turbine is formed in a substantially trapezoidal shape in a side view.

ダクト1の前面2から後面3へかけて貫通する導水路4が形成され、その上内壁面4Aは上方に位置して、前後の中央部分が下に突出する弧曲面に形成されている。また底面4Bの前後端部は、水路底面rに接するほど下位にあり、縦断側面図における前縁は、球面状とし、最高部4Cから後端へかけて下り坂の弧曲面とされている。 A water conduit 4 that penetrates from the front surface 2 to the rear surface 3 of the duct 1 is formed, and its upper inner wall surface 4A is located above, and its front and rear central portions are formed into an arc curved surface projecting downward. Further, the front and rear ends of the bottom surface 4B are lower so as to contact the bottom surface r of the water channel, and the front edge in the longitudinal side view is spherical and has a downwardly curved curved surface from the highest portion 4C to the rear end.

前面2は、上部から下面へかけて前方へ斜めに突出している。これによって導水路4の底面4Bの前下部4Dを前に突出させて、水路底面rから底層流を内部の最高部4Cへ、効率良く案内することができる。 The front surface 2 obliquely projects forward from the upper portion to the lower surface. As a result, the front lower portion 4D of the bottom surface 4B of the water conduit 4 can be projected forward, and the bottom laminar flow can be efficiently guided from the bottom surface r of the water channel to the innermost portion 4C.

導水路4の底面4Bは、揚力型翼の断面よりも膨出が大なので、この底面4Bに沿って通過する水流は、コアンダ効果によって高速となって通過する。また最高部4Cにおいては隘路となっているので、この部分の流速が1番早くなる。
従って、この最高部4Cに水車5のロータ6を配設すると、効率のよい発電をさせることができる。
Since the bottom surface 4B of the water conduit 4 has a larger swelling than the cross section of the lifting blade, the water flow passing along this bottom surface 4B passes at high speed due to the Coanda effect. Further, since it is a bottleneck in the highest portion 4C, the flow velocity in this portion becomes the fastest.
Therefore, by disposing the rotor 6 of the water turbine 5 at the highest portion 4C, efficient power generation can be achieved.

水車5は、水車筐体5A内部に支持されたロータ軸6Aの先端に、ロータ6が装着されており、ロータ6の揚力型ブレード7は、先端を前方へ傾斜された傾斜部7Aとされている。 In the water turbine 5, the rotor 6 is attached to the tip of a rotor shaft 6A supported inside the water turbine housing 5A, and the lift type blade 7 of the rotor 6 has an inclined portion 7A whose tip is inclined forward. There is.

水車筐体5Aは、ダクト1を貫通して上に突出した吊体8に支持され、吊体8の上端は、吊桁9に固定された発電機10に連結されている。吊体8の内部には、ロータ軸6Aと連結された図示しない伝動軸が内装されて、伝動軸は発電機10の主軸に連結されて、ロータ6の回転により発電機10が発電する。 The turbine casing 5A is supported by a suspending body 8 which penetrates through the duct 1 and projects upward, and the upper end of the suspending body 8 is connected to a generator 10 fixed to a suspension girder 9. A transmission shaft (not shown) connected to the rotor shaft 6A is provided inside the suspension body 8. The transmission shaft is connected to the main shaft of the generator 10, and the generator 6 generates electricity by the rotation of the rotor 6.

ダクト1が流されて移動しないように、用水路Rの両岸に架設した支持桁11から、固定手段12がダクト1の上面を抑えている。固定手段12は、公知のどのようなものでもかまわないが、図1においては、手回しのネジ棒が示してある。
ダクト1の底面4Bの内部には、必要に応じて、着脱可能に重錘13を装着する。
In order to prevent the duct 1 from flowing and moving, the fixing girders 12 suppress the upper surface of the duct 1 from the support girders 11 installed on both banks of the water channel R. The fixing means 12 may be any known one, but in FIG. 1, a hand-threaded screw rod is shown.
Inside the bottom surface 4B of the duct 1, a weight 13 is detachably attached as needed.

図3に示すように、必要に応じて、ダクト1の両側部に、斜め前外側から後内方へ深く、かつ上から下へ貫通する切込み14、14を形成し、板状の止水材15、15を嵌装する。止水材15は、用水路Rの側壁とダクト1の外側との間隙に合わせて、適宜長さを合わせる。 As shown in FIG. 3, if necessary, cuts 14, 14 are formed on both sides of the duct 1 so as to penetrate deeply from the diagonally front outer side to the rear inner side and penetrate from the upper side to the lower side. Fit 15 and 15. The length of the water blocking material 15 is appropriately adjusted according to the gap between the side wall of the water channel R and the outside of the duct 1.

これによってダクト1は用水路Rの堰のような役割を果たし、堰止められた流水は、ダクト1の上面を越えて流下し、水圧のかかった流水がダクト1の導水路4に入り、高速で通過し、水車5を効率良く回転させる。 As a result, the duct 1 acts as a weir of the irrigation canal R, the dammed running water flows down over the upper surface of the duct 1, and the water under pressure enters the water conduit 4 of the duct 1 at high speed. It passes and rotates the water turbine 5 efficiently.

ダクト1の前面2には、必要に応じて、図1に示す塵除16を取着ける。塵除16は縦縞格子状、簀の子状その他、適宜の物を、下端を前方に斜めにすることにより、これに当接した塵埃は上方へ上がり、ダクト1の上面を通過する。 If necessary, the dust remover 16 shown in FIG. 1 can be attached to the front surface 2 of the duct 1. The dust remover 16 has a vertical striped lattice shape, a cage shape, or any other suitable object, and the lower end of the dust remover 16 is slanted forward so that the dust that comes into contact therewith rises upward and passes through the upper surface of the duct 1.

ダクト1の材質は任意であるが、例えば、芯部を発泡樹脂で形成し、表面をFRPの表層とする。これにより、ある程度大きなダクトでも容易に成形することができ、また軽量なので搬送や設置が容易である。当然に、FRPの中空体とし、中空部に水を満たすことによって水路Rに沈設する。 Although the material of the duct 1 is arbitrary, for example, the core is made of foamed resin and the surface thereof is the surface layer of the FRP. As a result, even a duct having a certain size can be easily molded, and since it is lightweight, it can be easily transported and installed. As a matter of course, the hollow body is made of FRP, and the hollow portion is filled with water to be deposited in the water channel R.

製造方法として、図1に示すダクト1を上下に2分割した形で成形し、上部部材に水車5を取着ける。その後、上下の部材を重ねて接合させる。
あるいは四角筒をFRPか金属で形成し、その内面に、発泡樹脂で成形した内部部材を貼り付ける。
As a manufacturing method, the duct 1 shown in FIG. 1 is formed into two parts, which are vertically divided, and the water turbine 5 can be attached to the upper member. Then, the upper and lower members are overlapped and joined.
Alternatively, a square tube is formed of FRP or metal, and an inner member formed of foamed resin is attached to the inner surface thereof.

設置する時は、用水路Rの水源を閉塞し、ダクト1を水路底面rに固定する。吊体8の長さを調整して、吊桁9に支持される発電機10に、内部の伝動軸を接続させる。 At the time of installation, the water source of the water channel R is closed and the duct 1 is fixed to the bottom surface r of the channel. The length of the suspension 8 is adjusted, and the power transmission inside is connected to the generator 10 supported by the suspension girder 9.

用水路Rに水が流れると、底層流はダクト1の前下部4Dから、導水路4の前坂4Eを登って最高部4Cに達し、上層流と合流して、コアンダ効果によって高速となって後方へ通過し、その過程で水車5のロータ6を効率良く回転させる。 When the water flows through the irrigation canal R, the bottom laminar flow reaches the highest part 4C from the front lower part 4D of the duct 1 by climbing the front slope 4E of the water conduit 4, and merges with the upper laminar flow to become high speed by the Coanda effect to the rear. After passing, the rotor 6 of the water turbine 5 is efficiently rotated in the process.

また、導水路4の上内壁面4Aにおいても、前後の中央部が下向きに膨出しているので、コアンダ効果によって、この中央部分で水流は高速となって通過する。
ロータ6の揚力型ブレード7に当る高速水流は、遠心方向へ移動し、傾斜部7Aで拡散が抑止され、回転効率が高まる。
Further, also in the upper inner wall surface 4A of the water conduit 4, the front and rear central portions bulge downward, so that the water flow passes at high speed in this central portion due to the Coanda effect.
The high-speed water flow that hits the lift-type blade 7 of the rotor 6 moves in the centrifugal direction, diffusion is suppressed by the inclined portion 7A, and the rotation efficiency is increased.

このダクト1は、水流を集めて通過させるというだけではなく、導水路4の底面4Bの縦断面で、中間が高くなった弧曲面としてあるため、コアンダ効果によって、ダクト1の底面4Bにおいて、水圧のかかっている底層流が、高速で通過する点に特長がある。 This duct 1 not only collects and passes the water flow, but also has a vertical cross section of the bottom surface 4B of the water conduit 4, which is an arc curved surface with a high middle. Therefore, due to the Coanda effect, the water pressure on the bottom surface 4B of the duct 1 is increased. It is characterized in that the underlying laminar flow passes at high speed.

また、ダクト1を用水路Rを塞ぐように配設すると、ダクト1で水流を堰止める作用が生じ、水圧がダクト1にかかるので、導水路4内に生じるコアンダ効果は、ロータ6を効率高く回転させる。 Further, when the duct 1 is arranged so as to block the irrigation canal R, an action of blocking the water flow is generated in the duct 1 and water pressure is applied to the duct 1, so that the Coanda effect generated in the water conduit 4 rotates the rotor 6 efficiently. Let

なお、図3における止水材15を硬質な物とし、例えば用水路Rの側壁に、図示しないコ字状の枠体を装着し、その溝部に止水材15の先端部を嵌装させることによって、ダクト1の固定と堰板の役割をさせることができる。 It should be noted that the waterproofing material 15 in FIG. 3 is made to be a hard material, and for example, a U-shaped frame body (not shown) is attached to the side wall of the irrigation channel R, and the tip portion of the waterproofing material 15 is fitted into the groove portion. It is possible to fix the duct 1 and serve as a dam plate.

この発明は、ダクト内の隘路と、コアンダ効果を合わせて導水路内の高速流を生じさせるので、流速の遅い用水路等における水力発電に利用して、高い効果が得られる。 According to the present invention, the bottleneck in the duct and the Coanda effect are combined to generate a high-speed flow in the water conduit. Therefore, the present invention can be used for hydraulic power generation in a canal with a slow flow velocity, and a high effect can be obtained.

1.水車の導水ダクト
2.前面
3.後面
4.水路
4A.上内壁面
4B.底面
4C.最高部
4D.前下部
4E.前坂
4F.側壁板
5.水車
5A.水車筐体
6.ロータ
6A.ロータ軸
7.揚力型ブレード
7A.傾斜部
8.吊体
9.吊桁
10. 発電機
11.支持桁
12.固定手段
13.重錘
14.切込み
15.止水材
16.塵除
R.用水路
r.水路底面
1. Water turbine duct 2. Front 3. Rear surface 4. Headrace 4A. Upper inner wall surface 4B. Bottom 4C. Highest part 4D. Lower front 4E. Maezaka
4F. Side wall plate 5. Water wheel 5A. Turbine housing 6. Rotor 6A. Rotor shaft 7. Lifting blade 7A. Inclined part 8. Hanging body 9. Suspension girder
10. Generator
11. Support girder
12. Fixing means
13. Weight
14. Notch
15. Water stop material
16. Dust removal R. Irrigation channel r. Waterway bottom

Claims (4)

正面視四角形の角管状で、用水路を塞ぐように、水路に埋設する前後に長いダクトの、前後に貫通する導水路の底面前部を、中央縦断側面において、前縁を前下端部からそれに続く前坂後部の最高部へかけて球面状とし、最高部をダクトの前後の中間よりも前寄りとしてかつ最高部の高さをロータの上下長さ寸法より高くするとともに、該最高部からダクトの後端へかけて次第に下降する弧曲面とし、前記最高部とその上方のダクトの上内壁面との間に隘路を形成し、該隘路の前記前坂の後部の最高部より高い位置で、ロータのプロペラ式揚力型ブレードの正面が上流方向を向くように水車筐体を配設することを特徴とする水車の導水ダクト。 In the corner a tubular front view square, so as to close the canal, a long duct before and after embedded in waterways, the bottom front portion of the water conduit that penetrates back and forth, in the central vertical side, in it the front edge from the front lower portion over subsequent to the highest part of the rear of the front slope and a spherical shape, the height of and best part of the highest portion as closer before the front and rear intermediate duct with higher than the vertical length of the rotor, from the highest-portion over the rear end of the duct and arc curved descending gradually, in a position to form a narrow path, higher than the highest portion of the rear of the Maesaka of該隘path between the highest portion and the upper inner wall surface of the duct in its upper side A water duct for a water turbine, wherein the turbine casing is arranged so that the front surface of the propeller-type lift-type blade of the rotor faces the upstream direction. 前記ダクトの側面視における前端面が、上面から下面へかけて、下端が上面より前に出るように傾斜面に形成され、前記ダクトの底面における前下部の前下端が、前記ダクトの前端面と合わせてあり、用水路の水路内に埋設したときに該用水路の底層流を、前記球面状としたダクトの底面の前板、最高部を経てダクトの後端へかけて次第に下降する弧曲面を、コアンダ効果により高速で通過させるようにしたことを特徴とする請求項1に記載の水車の導水ダクト。 A front end surface in a side view of the duct is formed on an inclined surface so that a lower end thereof comes out from an upper surface from an upper surface to a lower surface, and a front lower end of a lower front portion of a bottom surface of the duct is a front end surface of the duct. Yes combined, the bottom layer flow of the canal when buried in the water channel of canals, the front plate of the bottom surface of the duct and the spherical shape, through the highest part of the arc curved surface descends gradually over the rear end of the duct, The water guide duct for the water turbine according to claim 1, wherein the water duct is configured to be passed at a high speed by the Coanda effect. 前記ダクトの左右の側壁板の外側面に、外部から内部へかけて、且つ上面から下部ヘかけて切込みを形成し、該切込みに、平面視で用水路の壁面と前記ダクトの側壁板との間を堰止める板状の止水材外端部を用水路の壁面に接し、該止水材の基端部をダクトの側壁板における切込み内に着脱可能に嵌装ることを特徴とする請求項1又は2に記載の水車の導水ダクト。 The outer surface of the side wall plates of the right and left of the duct, over a period from the outside to the inside, and to form a cut over the lower F from the upper surface, the該切inclusive, the canal in plan view the wall and the side wall plate of the duct during the contact with the wall of the canal to the outer end portion of the plate-shaped water stopping material dam, characterized by removably fitted to Rukoto in cut the proximal end of該止waterstops in side walls of the duct The water duct of the water turbine according to claim 1. 前記ダクトはFRPで形成し、前後に貫通する導水路における底面前部を、中央縦断側面において、前縁を前下端部からそれに続く前坂からその後部の最高部へかけて球面状とし、最高部をダクトの前後の中間よりも前寄りとし、該最高部の高さをロータの上下長さ寸法よりく設定するとともに、該最高部からダクトの後端へかけて次第に下降する弧曲面とし、前記導水路における底面の下部内を中空体とし、注水可能としてなることを特徴とする請求項1〜3のいずれかに記載の水車の導水ダクト。 Said duct is formed of FRP, the bottom front of the water conduit which penetrates back and forth, in the central vertical side, and a spherical shape of the leading edge from the front lower portion subjected to continued from previous slope then the best part of its rear, the up portion and closer before the front and rear intermediate duct, the height of the highest-section and sets the high rather than the vertical length of the rotor, the arc curved surface descends gradually over the highest-portion to the rear end of the duct 4. The water guide duct for a water turbine according to any one of claims 1 to 3, wherein the lower part of the bottom surface of the water guide path is hollow so that water can be injected.
JP2015146456A 2015-03-13 2015-07-24 Water turbine duct Expired - Fee Related JP6721953B2 (en)

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JP2015146456A JP6721953B2 (en) 2015-07-24 2015-07-24 Water turbine duct
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KR1020177026697A KR20170128353A (en) 2015-03-13 2016-03-08 Aberration device
PCT/JP2016/057060 WO2016147938A1 (en) 2015-03-13 2016-03-08 Water wheel device
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